What is the Purpose of this Meeting? To Present the Proposed - - PowerPoint PPT Presentation

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What is the Purpose of this Meeting? To Present the Proposed - - PowerPoint PPT Presentation

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What is the Purpose of this Meeting? To Present the Proposed Realignment of SH-20 From Franklin Road to SH-66 in Rogers County and Obtain Public Input To Owasso Southaven Rd. Lone Elm Rd. Franklin Rd. Country Club Rd. Limits of Study N

slide-1
SLIDE 1
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SLIDE 2

What is the Purpose of this Meeting?

To Present the Proposed Realignment of SH-20 From Franklin Road to SH-66 in Rogers County and Obtain Public Input

N

Franklin Rd. Country Club Rd. Lone Elm Rd. Southaven Rd. King Rd. To Owasso

Limits of Study

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SLIDE 3

What is the Purpose of the Project?

…to Improve Safety and Traffic Mobility on SH-20

Franklin Rd. Country Club Rd. Lone Elm Rd. Southaven Rd. King Rd.

N

To Owasso

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SLIDE 4

Project History

  • A Corridor Study and Environmental Assessment (EA) was

Approved in 2000 by the Federal Highway Administration (FHWA) for SH-20 project from US-75 to Claremore.

Designed and/or Constructed Current Project

Source: 2000 Environmental Assessment

In Design

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SLIDE 5

What did the Environmental Assessment Approve?

  • Proposed Alignment
  • On Existing Alignment Through Collinsville and Owasso
  • New Alignment at Keetonville Hill
  • New Alignment From Franklin Road to SH-66 in Claremore (Current Project)

Source: 2000 Environmental Assessment

Designed and/or Constructed Current Project In Design

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SLIDE 6

What did the Environmental Assessment Approve?

Existing SH-20 Proposed SH-20

  • New Alignment South of Existing SH-20
  • 4-Lane Divided Roadway With Shoulders

Source: 2000 Environmental Assessment

slide-7
SLIDE 7

Area Conditions Have Changed

  • Modifications to the Alignment and Typical Section are

Necessary Because of new Developments

  • Utilize a 5-Lane Curb and Gutter Roadway With Center Turn Lane
  • Slight Modification to Alignment to Avoid New Homes and Church
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SLIDE 8

The Eastern End of the Project has been Modified

  • Original Alignment
  • Through Traffic routed parallel to I-44 (Will Rogers Turnpike)
  • Connected to existing SH-20 near Turnpike Toll Gate east of

Claremore

  • Required Construction of Parallel Frontage Roads Along the Turnpike
  • Modified Alignment
  • Merge onto SH-66 to the Lynn Riggs / Patti Page (SH-20/66/88)

Intersection

Original Alignment along I-44

  • Oklahoma Turnpike Authority (OTA)
  • Separate Project Planned to Construct

an Interchange on the Will Rogers Turnpike Near Flint/King Road

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SLIDE 9

New Terminus at SH-66

  • Original Alignment
  • Through Traffic routed parallel to I-44 (Will Rogers Turnpike)
  • Connected to existing SH-20 near Turnpike Toll Gate east of

Claremore

  • Required Construction of Parallel Frontage Roads Along the Turnpike
  • Modified Alignment
  • Merge onto SH-66 to the Lynn Riggs / Patti Page Blvd. (SH-20/66/88)

Intersection

  • Oklahoma Turnpike Authority (OTA)
  • Separate Project Planned to Construct

an Interchange on the Will Rogers Turnpike Near Flint/King Road

The Eastern End of the Project has been Modified

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SLIDE 10

New Terminus at SH-66

  • Original Alignment
  • Through Traffic routed parallel to I-44 (Will Rogers Turnpike)
  • Connected to existing SH-20 near Turnpike Toll Gate east of

Claremore

  • Required Construction of Parallel Frontage Roads Along the Turnpike
  • Modified Alignment
  • Merge onto SH-66 to the Lynn Riggs / Patti Page Blvd. (SH-20/66/88)

Intersection

  • Oklahoma Turnpike Authority (OTA)
  • Separate Project Planned to Construct

an Interchange on the Will Rogers Turnpike Near Flint/King Road

The Eastern End of the Project has been Modified

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SLIDE 11

What is the Reevaluation Process?

How Can we Minimize Impacts? What Conditions Have Changed? 2000 Environmental Assessment TODAY

  • Do the Findings of the 2000 Environmental

Assessment Still Hold True? Modified Typical Section and Alignment Present to the Public for Input Project Area Conditions? Regulations?

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SLIDE 12
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SLIDE 13

What are the Features of Existing SH Existing SH Existing SH Existing SH- Existing SH Existing SH Existing SH 20?

  • General Data – SH-20
  • 2-Lane Roadway - Minor

Arterial

  • Local Intersecting Roads
  • NS-411 (Franklin Rd.)
  • Lone Elm Rd.
  • Southaven/Clubhouse Rd.
  • Dupont St.
  • One Existing Bridge Structure
  • Tributary to Verdigris River
  • Traffic Volumes (Number of Vehicles)
  • 2015 Recorded - 11,580 Vehicles / Day
  • 2040 Projected - 19,000 Vehicles / Day
  • Existing Posted Speed Limits
  • Varies From 55 mph to 35 mph

Franklin Rd. Lone Elm Rd. Clubhouse Rd. Dupont St.

N

Southaven Rd.

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SLIDE 14

What are the Features of Existing SH Existing SH Existing SH Existing SH- Existing SH Existing SH Existing SH 20?

  • General Data – SH-20
  • 2-Lane Roadway - Minor

Arterial

  • Local Intersecting Roads
  • NS-411 (Franklin Rd.)
  • Lone Elm Rd.
  • Southaven/Clubhouse Rd.
  • Dupont St.
  • One Existing Bridge Structure
  • Tributary to Verdigris River
  • Traffic Volumes (Number of Vehicles)
  • 2015 Recorded - 11,580 Vehicles / Day
  • 2040 Projected - 19,000 Vehicles / Day
  • Existing Posted Speed Limits
  • Varies From 55 mph to 35 mph

Franklin Rd. Lone Elm Rd. Clubhouse Rd. Dupont St.

N

Southaven Rd. Clubhouse Rd. Southaven Rd.

N

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SLIDE 15

What are the Features of Existing SH Existing SH Existing SH Existing SH- Existing SH Existing SH Existing SH 20?

  • General Data – SH-20
  • 2-Lane Roadway - Minor

Arterial

  • Local Intersecting Roads
  • NS-411 (Franklin Rd.)
  • Lone Elm Rd.
  • Southaven/Clubhouse Rd.
  • Dupont St.
  • One Existing Bridge Structure
  • Tributary to Verdigris River
  • Traffic Volumes (Number of Vehicles)
  • 2015 Recorded - 11,580 Vehicles / Day
  • 2040 Projected - 19,000 Vehicles / Day
  • Existing Posted Speed Limits
  • Varies From 55 mph to 35 mph

Franklin Rd. Lone Elm Rd. Clubhouse Rd. Dupont St.

N

Southaven Rd.

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SLIDE 16

What are the Features of the Existing Lynn Riggs/ Patti Page I ntersection?

  • Lynn Riggs/Patti Page

Intersection (SH-20/66/88)

  • Signalized
  • Approach Lane

Configuration Varies

  • Sidewalk
  • Railroad Crossing

Walgreens Rogers County Courthouse Carl’s Jr. RCB Bank

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SLIDE 17

What are the Features of the Existing Lynn Riggs/ Patti Page I ntersection?

  • Lynn Riggs/Patti Page

Intersection (SH-20/66/88)

  • Signalized
  • Approach Lane

Configuration Varies

  • Sidewalk
  • Railroad Crossing

Walgreens Rogers County Courthouse Carl’s Jr. RCB Bank

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SLIDE 18

What is the Need for this Project?

  • Defined in the 2000 EA
  • Existing Roadway Deficiencies
  • Narrow or No Shoulders
  • Sharp Horizontal Curves
  • Limited Sight Distance
  • Steep Adjacent Roadside Slopes
  • Skewed Intersections
  • At-Grade Railroad Crossing
  • Roadway Capacity – Level of Service
  • 2040 Projected - 19,000 Vehicles / Day
  • 2040 Level of Service (LOS) is F (failing)
  • 2-Lane Roadway < 10,000 VPD is desirable

Franklin Rd. Lone Elm Rd. Southaven/Clubhouse Rd. Dupont St.

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SLIDE 19

What is the Need for this Project?

  • Defined in the 2000 EA
  • Existing Roadway Deficiencies
  • Narrow or No Shoulders
  • Sharp Horizontal Curves
  • Limited Sight Distance
  • Steep Adjacent Roadside Slopes
  • Skewed Intersections
  • At-Grade Railroad Crossing
  • Roadway Capacity – Level of Service
  • 2040 Projected - 19,000 Vehicles / Day
  • 2040 Level of Service (LOS) is F (failing)
  • 2-Lane Roadway < 10,000 VPD is desirable

Franklin Rd. Lone Elm Rd. Southaven/Clubhouse Rd. Dupont St.

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SLIDE 20

What is the Need for this Project?

  • Defined in the 2000 EA
  • Existing Roadway Deficiencies
  • Narrow or No Shoulders
  • Sharp Horizontal Curves
  • Limited Sight Distance
  • Steep Adjacent Roadside Slopes
  • Skewed Intersections
  • At-Grade Railroad Crossing
  • Roadway Capacity – Level of Service
  • 2040 Projected - 19,000 Vehicles / Day
  • 2040 Level of Service (LOS) is F (failing)
  • 2-Lane Roadway < 10,000 VPD is desirable

Franklin Rd. Lone Elm Rd. Southaven/Clubhouse Rd. Dupont St.

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SLIDE 21

What is the Need for this Project?

  • Defined in the 2000 EA
  • Existing Roadway Deficiencies
  • Narrow or No Shoulders
  • Sharp Horizontal Curves
  • Limited Sight Distance
  • Steep Adjacent Roadside Slopes
  • Skewed Intersections
  • At-Grade Railroad Crossing
  • Roadway Capacity – Level of Service
  • 2040 Projected - 19,000 Vehicles / Day
  • 2040 Level of Service (LOS) is F (failing)
  • 2-Lane Roadway < 10,000 VPD is desirable

Franklin Rd. Lone Elm Rd. Southaven/Clubhouse Rd. Dupont St.

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SLIDE 22

What is the Need for this Project?

  • Defined in the 2000 EA
  • Existing Roadway Deficiencies
  • Narrow or No Shoulders
  • Sharp Horizontal Curves
  • Limited Sight Distance
  • Steep Adjacent Roadside Slopes
  • Skewed Intersections
  • At-Grade Railroad Crossing
  • Roadway Capacity – Level of Service
  • 2040 Projected - 19,000 Vehicles / Day
  • 2040 Level of Service (LOS) is F (failing)
  • 2-Lane Roadway < 10,000 VPD is desirable

Franklin Rd. Lone Elm Rd. Southaven/Clubhouse Rd. Dupont St.

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SLIDE 23

SH-20 Has a Very High Accident Rate

  • Accident Data
  • 1,057 Total Over Previous 10

Years (2005-2015)

  • 760 Property Damage
  • 296 Injury
  • 1 Fatal
  • Location of Frequent Accidents

More Injury Collisions Compared to Statewide Rate on Similar Highways

3x

Franklin Rd. Lone Elm Rd. Clubhouse Rd. Dupont St. Southaven Rd.

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SLIDE 24
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SLIDE 25

Project Constraints are Things to Project Constraints are Things to Consider and/ or Avoid if Possible

  • Identified Key Project Features / Constraints and Collected Data
  • Developments
  • Homes
  • Businesses
  • Right-of-Way
  • Utilities
  • Environmental
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SLIDE 26

Constraints are I dentified Constraints are I dentified Within a Defined Area

  • Data Collection Area
  • Area of Data

Collection

  • Follows Approved

Alignment

  • Investigate

Changed Conditions Since 2000 EA

  • Identify Areas to

Avoid

  • Database Research

and Field Reconnaissance

To Owasso

N

Franklin Rd. (NS-411) Country Club Rd. Lone Elm Rd. (NS-412) Southaven Rd. King Rd. Flint Rd. EW-500 Frederick Rd.

Data Collection Area Original Alignment Claremore City Limits

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SLIDE 27

Homes and Neighborhoods

  • Homes and

Neighborhoods

  • Several new

Neighborhoods Built Since 2000

  • Approximately 130-

140 new Homes Built in the Vicinity

  • f the SH-20

Alignment

  • Primary Avoidance

Consideration

  • Noise Also a

Consideration

To Owasso Franklin Rd. (NS-411) Country Club Rd. Lone Elm Rd. (NS-412) Southaven Rd. King Rd.

N

Flint Rd. Frederick Rd. EW-500

Data Collection Area Residential Development Since 2000 Claremore City Limits

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SLIDE 28

Community Facilities and Businesses

  • Community

Facilities and Businesses

  • New Destiny Life

Church (Within Proposed Alignment)

  • New Catalayah

Elementary School

  • Rehoboth Baptist

Church

  • Businesses Located
  • n Warehouse Rd.

Near SH-66

To Owasso Franklin Rd. Country Club Rd. Lone Elm Rd. Southaven Rd. King Rd.

N

Flint Rd.

Data Collection Area Claremore City Limits

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SLIDE 29

Natural Resources

  • Natural Resources
  • Numerous Streams

and Wetlands

  • Mapped FEMA

Floodplains

  • Potential Habitat for

Threatened and Endangered Species

  • American Burying

Beetle

  • Mussels
  • Fish
  • Bats

To Owasso Franklin Rd. Country Club Rd. Lone Elm Rd. Southaven Rd. King Rd.

N

Flint Rd.

Data Collection Area Stream Wetland FEMA Floodplain Claremore City Limits

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SLIDE 30

Potential Environmental Concerns

  • Hazardous Materials
  • Locations With Fuel

Storage Tanks or Hazardous Materials On-Site

Fuel Storage Site Hazardous Materials Site

To Owasso Franklin Rd. Country Club Rd. Lone Elm Rd. Southaven Rd. King Rd.

N

Flint Rd.

Data Collection Area Claremore City Limits

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SLIDE 31

Constraints in Downtown Claremore

  • SH-20 / SH-66

Intersection

  • Businesses Along

Both Roadways

  • Several Locations

With Fuel Storage Tanks or Hazardous Materials On-Site

  • Downtown Claremore

Historic District

Fuel Storage Site Hazardous Materials Site

Downtown Claremore Historic District

Walgreens Rogers County Courthouse Carl’s Jr. RCB Bank

N

Data Collection Area

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SLIDE 32
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SLIDE 33

What Will be Built?

  • Proposed Project
  • 5-Lane Roadway Section
  • Four 12-Foot Driving Lanes (Two

Each Direction)

  • 14-Foot Center Turn Lane
  • Curb/Gutter With 2-Foot Shoulder
  • 45 mph Design Speed
  • Overpass of RR and SH-66
  • Modified Intersection with SH-66
  • New Interchange Planned at

Turnpike (Flint/King) – Separate OTA Project

  • Improvements Lead to Increased

Capacity and Safety on SH-20

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SLIDE 34

Could SH Could SH- Could SH 20 be I mproved on the Could SH Could SH Could SH 20 be I mproved on the 20 be I mproved on the 20 be I mproved on the Existing Alignment?

  • Improvements Along Existing SH-20 Were Originally Considered in

Previous Study (EA) With Findings of:

  • Difficult and Costly to Keep Existing Roadway Open During Construction
  • Existing Sharp Horizontal Curves do not Meet Current Standards
  • Higher Number of Acquisition of Homes / Businesses
  • Lower Anticipated Thru Traffic Speeds
  • Retains Existing At-Grade Rail Crossing

Franklin Rd. Lone Elm Rd. Dupont St.

N

Clubhouse Rd. Southaven Rd.

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SLIDE 35

What Was the Original Approved Alignment?

  • Original Approved

Alignment (2000)

  • Begins at Franklin Rd.
  • Creates a new

Alignment South of Existing SH-20

  • Extends South-

Southeasterly Until Between County Club and Flint / King Rd.

  • Extends Easterly to

an Interchange With SH-66

  • Extends North-Easterly

to Parallel I-44

  • Exist. SH-20 Remains

as Local Facility

Franklin Rd. (NS-411) Country Club Rd. Lone Elm Rd. (NS-412) Southaven Rd. King Rd.

N

To Owasso Holly Rd. Flint Rd. Clubhouse Rd. EW-500

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SLIDE 36

How Has the Alignment Been Modified?

  • Proposed Alignment

Modifications

  • Near Sunny Lake Rd.
  • At Country Club Rd
  • Near Destiny Life

Church Facility

  • Intersection With

SH-66

  • Future Turnpike

Interchange – Separate OTA Project

Future Interchange

N

Original Alignment Modified Alignment

Country Club Rd. Southaven Rd. King Rd. To Owasso Holly Rd. Flint Rd. Franklin Rd. (NS-411) Lone Elm Rd. (NS-412) EW-500

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SLIDE 37

How Has the Alignment Been Modified?

Original Alignment Modified Alignment Country Club Rd. Amber Dr. Riverwood

N

  • Proposed Alignment

Modifications

  • Near Sunny Lake Rd.
  • At Country Club Rd
  • Near Destiny Life

Church Facility

  • Intersection With

SH-66

  • Future Turnpike

Interchange – Separate OTA Project

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SLIDE 38

How Has the Alignment Been Modified?

Modified Alignment Original Alignment Southaven Rd.

N

Rose Glen Destiny Life Church

  • Proposed Alignment

Modifications

  • Near Sunny Lake Rd.
  • At Country Club Rd
  • Near Destiny Life

Church Facility

  • Intersection With

SH-66

  • Future Turnpike

Interchange – Separate OTA Project

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SLIDE 39

How Has the Alignment Been Modified?

  • Proposed Alignment

Modifications

  • Near Sunny Lake Rd.
  • At Country Club Rd
  • Near Destiny Life

Church Facility

  • Intersection With

SH-66

  • Future Turnpike

Interchange – Separate OTA Project

Future Interchange

N

Original Alignment Modified Alignment

Country Club Rd. Southaven Rd. King Rd. To Owasso Holly Rd. Flint Rd. EW-500 Franklin Rd. (NS-411) Lone Elm Rd. (NS-412)

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SLIDE 40

How Will Modified SH How Will Modified SH- How Will Modified SH 20 Connect to How Will Modified SH How Will Modified SH How Will Modified SH 20 Connect to 20 Connect to 20 Connect to Existing Highways?

  • Project Will Connect

SH-20 With SH-66 towards Claremore

  • SH-20 Signed Route
  • n SH-66
  • Returns to Existing

SH-20 at Intersection

  • f Lynn Riggs/Patty

Page

  • Flint/King Interchange

(Separate OTA project)

  • Existing SH-20 (Holly

Rd.) Remains as Local Facility

N

Future Interchange Country Club Rd. Southaven Rd. King Rd. To Owasso Holly Rd. Flint Rd Franklin Rd. (NS-411) Lone Elm Rd. (NS-412) EW-500

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SLIDE 41

N

  • Project Will Connect

SH-20 With SH-66 towards Claremore

  • SH-20 Signed Route
  • n SH-66
  • Returns to Existing

SH-20 at Intersection

  • f Lynn Riggs/Patty

Page

How Will New SH How Will New SH- How Will New SH 20 Connect to

Project Will Connect

How Will New SH How Will New SH How Will New SH 20 Connect to 20 Connect to 20 Connect to Existing Highways?

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SLIDE 42

N

  • Project Will Connect

SH-20 With SH-66 towards Claremore

  • SH-20 Signed Route
  • n SH-66
  • Returns to Existing

SH-20 at Intersection

  • f Lynn Riggs/Patty

Page

How Will New SH How Will New SH- How Will New SH 20 Connect to

Project Will Connect

How Will New SH How Will New SH How Will New SH 20 Connect to 20 Connect to 20 Connect to Existing Highways?

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SLIDE 43

CVS

N

N

  • Project Will Connect

SH-20 With SH-66 towards Claremore

  • SH-20 Signed Route
  • n SH-66
  • Returns to Existing

SH-20 at Intersection

  • f Lynn Riggs/Patty

Page

How Will New SH How Will New SH- How Will New SH 20 Connect to

Project Will Connect

How Will New SH Existing How Will New SH How Will New SH 20 Connect to 20 Connect to 20 Connect to How Will New SH How Will New SH Highways?

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SLIDE 44
  • Potential Intersection

Improvements to be Studied

  • Remains Signalized
  • Pavement Marking

Changes

  • Raised Medians

CVS

N

N

How Will New SH How Will New SH- How Will New SH 20 Connect to

Potential Intersection

How Will New SH How Will New SH How Will New SH 20 Connect to 20 Connect to 20 Connect to Existing Highways?

slide-45
SLIDE 45
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SLIDE 46

PROPOSED BRI DGE STRUCTURES

N

Franklin Rd. King Rd. Future Interchange

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SLIDE 47

PROPOSED BRI DGE STRUCTURES

N

Franklin Rd. King Rd. Future Interchange

  • Bridge A & B – SH-20 over Verdigris Tributary
  • Reinforced Concrete Box
  • Multi Cell Openings (3-10’x10’ & 3-12’x10’)
  • Hydraulic Analysis Complete
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SLIDE 48

PROPOSED BRI DGE STRUCTURES

N

Franklin Rd. King Rd. Future Interchange

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SLIDE 49

PROPOSED BRI DGE STRUCTURES

  • Bridge C – SH-20 Mainline over BNSF Railroad and SH-66
  • 4-Span Bridge over BNSF Railroad & SH-66
  • Minimum Design Life of 75 years
  • Adequate vertical and horizontal clearance over railroad

and SH-66.

N

BNSF Railway Future Access Road

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SLIDE 50
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SLIDE 51

I mpacts Were Minimized I mpacts Were Minimized as Much as Possible

To Owasso

N

Franklin Rd. Country Club Rd. Lone Elm Rd. Southaven Rd. King Rd.

  • Potential For a Small

Number of Residential Relocations

  • ODOT Right-of-Way

Agents are Here to Answer Questions About the Process

  • Potential for Noise

Impacts – Detailed Study Will be Completed

Country Club Rd. Flint Rd.

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SLIDE 52

I mpacts Were Minimized I mpacts Were Minimized as Much as Possible

To Owasso

N

Franklin Rd. Country Club Rd. Lone Elm Rd. Southaven Rd. King Rd. Country Club Rd. Flint Rd.

  • Community Facilities
  • Destiny Life Church

Will be Avoided but Some Church Property May be Acquired

  • No Impacts to

Rehoboth Church or Catalayah Elementary School

  • Hazardous Materials
  • No Impacts
slide-53
SLIDE 53

I mpacts Were Minimized I mpacts Were Minimized as Much as Possible

Flint Rd. To Owasso

N

Franklin Rd. Country Club Rd. Lone Elm Rd. Southaven Rd. King Rd. Country Club Rd.

  • Streams & Wetlands
  • Two new Bridge

Boxes Will be Constructed at Stream Crossings

  • Some Wetlands

Affected

  • Threatened &

Endangered Species

  • Potential Impacts to

American Burying Beetle and Northern Long-Eared Bat Habitat

  • Additional Studies

Will be Completed

slide-54
SLIDE 54

No I mpacts Anticipated at No I mpacts Anticipated at SH No I mpacts Anticipated at

  • No I mpacts Anticipated at

No I mpacts Anticipated at No I mpacts Anticipated at 20/ SH No I mpacts Anticipated at

  • No I mpacts Anticipated at

No I mpacts Anticipated at No I mpacts Anticipated at 66 I ntersection

  • SH-20 / SH-66

Intersection

  • Intersection

Improvements are Not Anticipated to Impact Hazardous Materials or the Downtown Claremore Historic District

Downtown Claremore Historic District

Walgreens RCB Bank Rogers County Courthouse

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SLIDE 55

Summary

  • Reconstruct SH-20 as a 5-Lane Roadway on a New Alignment –

Consistent with the 2000 Environmental Assessment

Future Interchange

N

Original Alignment Modified Alignment

Country Club Rd. Southaven Rd. King Rd. To Owasso Holly Rd. Franklin Rd. (NS-411) Lone Elm Rd. (NS-412) EW-500

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SLIDE 56

Summary

Future Interchange

N

Original Alignment Modified Alignment

Country Club Rd. Southaven Rd. King Rd. To Owasso Holly Rd. Franklin Rd. (NS-411) Lone Elm Rd. (NS-412) EW-500

  • Construct an Overpass at the Railroad and SH-66

BNSF Railway Future Access Road

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SLIDE 57

Future Interchange

N

Original Alignment Modified Alignment

Country Club Rd. King Rd. To Owasso Holly Rd. Franklin Rd. (NS-411) Lone Elm Rd. (NS-412) EW-500

Summary

  • SH-20 Will Connect to SH-66 at Flint/King Road and Follow SH-66 to

Claremore

Southaven Rd.

slide-58
SLIDE 58

Summary

  • OTA Has a Separate Project to Construct an Interchange on the Will

Rogers Turnpike (I-44) near Flint Road

Future Interchange

N

Original Alignment Modified Alignment

Country Club Rd. Southaven Rd. King Rd. To Owasso Holly Rd. Franklin Rd. (NS-411) Lone Elm Rd. (NS-412) EW-500

slide-59
SLIDE 59

Summary

  • Potential Improvements at

Lynn Riggs/Patti Page Intersection, Depending

  • n Traffic Needs

CVS

N

slide-60
SLIDE 60

Summary

  • Total Cost is

Currently Estimated at $42 Million

  • Impacts Will be

Minimized as Much as Possible During Design

To Owasso

N

Franklin Rd. Country Club Rd. Lone Elm Rd. Southaven Rd. King Rd. Country Club Rd.

slide-61
SLIDE 61
slide-62
SLIDE 62

Environmental Next Steps

  • Detailed Environmental Studies Will be

Performed

  • Archaeological and Historic Survey
  • Wetland Delineations
  • Biological Assessment – USFWS

Consultation

  • Hazardous Waste Investigation
  • Noise Study
  • Re-Solicit Input From Resource

Agencies and Local Officials

  • Proposed Design and Environmental

Impacts Will be Compared With the Original Environmental Assessment

  • An Environmental Reevaluation Will

Determine if the Findings of the Original EA Still Apply

slide-63
SLIDE 63

SH-20 Project Next Steps

Complete Environmental Reevaluation Right-of-Way Acquisition 2018 Final Design Construction 2021 Public Input TODAY Submit Comments by March 9, 2017

The new interchange on I-44 (Will Rogers Turnpike) at Flint/King Road is in OTA’s 5-Year Work Plan. ODOT and OTA will coordinate the construction of these projects.

slide-64
SLIDE 64

THANK YOU!

Please Submit Your Comments by March 9, 2017

 Leave Your Comment Form Here Tonight  Mail the Comment Form Back to ODOT: Environmental Programs Division 200 NE 21st Street Oklahoma City, OK 73105  Email Your Comments to Environment@ODOT.ORG

 Submit via Internet at www.odot.org\publicmeetings

QUESTIONS?